Summary for Test 2022-05-17-43-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 993864 DEA: 023J2104 EFIS: 0222000019 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-41.1/41.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Happy Camp Drainage & Pavement |
| Location Description | In Siskiyou County at and near Happy Camp from 1st Avenue to 0.1 mile East of Mill Road. |
| QA Service Level | 1 (Verified on 05/27/2022) |
Sample Information
| Sample Taken Date | 05/17/2022 | Sample Unique Key | 43 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/17/2022 |
| Sample type | Preliminary | A brief description of the sample | 2 bags of Soil |
| The quantity of what the sample constitutes | Structural Section Recommendation | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | Assistant Area Materials Engineer | Telephone number of sampler | |
| Laboratory sample identification | D79028 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | Transportation Laboratory (TL) Number | 824599 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | 02-SIS-96-41.2, at Shoulder-Ditch-Slope, 0.5 to 1.5 ft depth | |
| Where the material sample would have been placed if not sampled | In situ |
Test Details
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DIME Sample ID: 2022-05-17-43
DIME Test ID: 2022-05-17-43-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2022-06-03
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Arthur Mills and K. Rios Dorado
Date of test: 05/25/2022
As Received Gradation, Percent Passing 3 in. sieve: 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 97 %
As Received Gradation, Percent Passing 1 in. sieve: 96 %
As Received Gradation, Percent Passing 3/4 in. sieve: 95 %
As Received Gradation, Percent Passing 1/2 in. sieve: 91 %
As Received Gradation, Percent Passing 3/8 in. sieve: 88 %
As Received Gradation, Percent Passing #4 sieve: 78 %
As Received Gradation, Percent Passing #8 sieve: 68 %
As Received Gradation, Percent Passing #16 sieve: 61 %
As Received Gradation, Percent Passing #30 sieve: 55 %
As Received Gradation, Percent Passing #50 sieve: 50 %
As Received Gradation, Percent Passing #100 sieve: 44 %
As Received Gradation, Percent Passing #200 sieve: 36.6 %
As Used Gradation, Percent Passing 3 in. sieve: 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 in. sieve: 100 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 96 %
As Used Gradation, Percent Passing 3/8 in. sieve: 93 %
As Used Gradation, Percent Passing #4 sieve: 81 %
As Used Gradation, Percent Passing #8 sieve: 71 %
As Used Gradation, Percent Passing #16 sieve: 63 %
As Used Gradation, Percent Passing #30 sieve: 57 %
As Used Gradation, Percent Passing #50 sieve: 52 %
As Used Gradation, Percent Passing #100 sieve: 46 %
As Used Gradation, Percent Passing #200 sieve: 38 %
Horizontal pressure (specimen 1): 0.18 MPa
Displacement (specimen 1): 4.19
Horizontal pressure (specimen 2): 0.21 MPa
Displacement (specimen 2): 4.14
Horizontal pressure (specimen 3): 0.54 MPa
Displacement (specimen 3): 5.72
R value (specimen 1): 75.3
R value (specimen 2): 71.9
R value (specimen 3): 31.2
R value: 62
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/3/2022 ✔